Improving the calculation of collecting perforated pipelines for water treatment structures
DOI:
https://doi.org/10.15587/1729-4061.2020.216366Keywords:
variable flow rate, collecting perforated pipeline, perforation hole flow rate factor, pipe duty factorAbstract
This paper reports the results of the experimental and theoretical studies of the characteristics of perforated pipelines, which are used to collect and dispose water from capacitive treatment structures of water supply and sewerage systems. The value and nature of the change in the flow rate through the perforation holes µcol lengthwise a pipeline have been examined depending on the design characteristics of the perforated pipes and parameters of a fluid flow in the pipeline. Measurements were carried out at a specially assembled experimental bench. The experiments determined the nature of changes in the flow rate value, as well as in the piezometric line along the collector. The obtained data showed that the flow rate factor µcol varies along the length of the collecting channel. Its value depends on the ratio of the velocity of the fluid jets that enter the pipe to the average velocity in the examined cross-section (Uh/V). In this case, this ratio also changes along the path; it has a maximum value at the beginning of the pipe and a minimum value at its end. The variable flow rate factor of perforation holes, on the contrary, had a minimum at the beginning and a maximum at the end of the collector. The result of the analysis of initial equations and the findings based on experimental data has shown that calculations may assume, without a significant error, the flow rate factor value of perforation holes µcol to be constant lengthwise the collector. The impact of the transit flow rate on the value of this coefficient has also been estimated. It is shown that the increase in transit leads to a certain increase in the flow rate factor, which is averaged for the entire collector. The paper proposes empirical dependences that are convenient to use in order to calculate the flow rate factor, both variable and constant, for the case of the presence and absence of transit in the head drainage channelReferences
- Egorov, A. I. (1984). Gidravlika napornyh trubchatyh sistem v vodoprovodnyh ochistnyh sooruzheniyah. Moscow: Stroyizdat, 95. Available at: http://books.totalarch.com/node/6916
- Saitov, V., Kotyukov, A. (2019). Water filter with central perforated pipe for livestock complexes. IOP Conference Series: Earth and Environmental Science, 403, 012159. doi: https://doi.org/10.1088/1755-1315/403/1/012159
- Polyakov, V., Kravchuk, A., Kochetov, G., Kravchuk, O. (2019). Clarification of aqueous suspensions with a high content of suspended solids in rapid sand filters. EUREKA: Physics and Engineering, 1, 28–45. doi: https://doi.org/10.21303/2461-4262.2019.00827
- Gorkin, N. A. (1964). Koeffitsient rashoda pri sbore vody shchelevymi trubami. Vodosnabzhenie i sanitarnaya tehnika, 10, 34–37.
- Clemo, T. (2006). Flow in Perforated Pipes: A Comparison of Models and Experiments. SPE Production & Operations, 21 (02), 302–311. doi: https://doi.org/10.2118/89036-pa
- Murphy, P., Kaye, N. B., Khan, A. A. (2014). Hydraulic Performance of Aggregate Beds with Perforated Pipe Underdrains Flowing Full. Journal of Irrigation and Drainage Engineering, 140 (8), 04014023. doi: https://doi.org/10.1061/(asce)ir.1943-4774.0000740
- Yuan, H., Sarica, C., Miska, S., Brill, J. P. (1997). An Experimental and Analytical Study of Single-Phase Liquid Flow in a Horizontal Well. Journal of Energy Resources Technology, 119 (1), 20–25. doi: https://doi.org/10.1115/1.2794217
- Al'tshul', A. D. (1970). Gidravlicheskie soprotivleniya. Moscow: Nedra, 216. Available at: https://www.libex.ru/detail/book809719.html
- Krogstad, P.-A., Kourakine, A. (1999). The response of a turbulent boundary layer to injection through a porous strip. Turbulence and Shear Flow. First Symposium on Turbulence and Shear Flow Phenomena. California, 1, 429–434. Available at: http://www.dl.begellhouse.com/references/3ce1b491115b5c16,17cc020a1e8f98da,50d9cfba30f65c40.html
- Shima, N., Saito, N., Okamoto, M. (1999). Prediction of Wall-Bounded Turbulent Flows with Blowing and Suction. Testing of a Second-Moment Closure without Wall-Reflection Redistribution Terms. JSME International Journal Series B, 42 (4), 626–633. doi: https://doi.org/10.1299/jsmeb.42.626
- Chehunov, V. I., Chehunov, P. V. (1990). Koeffitsient rashoda otverstiya perforatsii stenki truby pri pritoke vody. Sovershenstvovanie metodov gidravlicheskih raschetov vodopropusknyh i ochistnyh sooruzheniy. Saratov, 86–90.
- Na, T. Y. (1972). Analysis of Turbulent Pipe Flow With Mass Transfer. Journal of Basic Engineering, 94 (3), 700–703. doi: https://doi.org/10.1115/1.3425529
- Taliev, V. N. (1979). Aerodinamika ventilyatsii. Moscow: Stroyizdat, 295. Available at: http://books.totalarch.com/aerodynamics_of_ventilation
- Naumenko, I. I., Voloshchuk, V. A. (2001). Matematychni modeli dlia hidravlichnykh rozrakhunkiv truboprovodiv z dyskretno zrostaiuchymy vytratamy. Visnyk Rivnenskoho derzhavnoho tekhnichnoho universytetu, 1 (8), 88–99.
- Eliahou, S., Tumin, A., Wygnanski, I. (1998). Laminar–turbulent transition in Poiseuille pipe flow subjected to periodic perturbation emanating from the wall. Journal of Fluid Mechanics, 361, 333–349. doi: https://doi.org/10.1017/s002211209800888x
- Kravchuk, A., Kravchuk, O. (2018). The examples of hydraulic calculations of pressure collecting and distributing perfo-rated pipelines. Problems of water supply, sewerage and hydraulic, 30, 31–35. Available at: http://wateruse.org.ua/article/view/204850/204766
- Claudio, D. (1961–1962). Icondotti emungenti da in serbatoio. Contronto fra risultati teorici esperimentali atti e men. Accad. patav. scilettere ed arti, 74 (2), 188–197.
- Vasilenko, A. A., Kravchuk, A. M. (1991). Gidravlicheskiy raschet sbornyh truboprovodov v sooruzheniyah vodosnabzheniya i vodootvedeniya. Gidravlika i gidrotehnika, 52, 57–61.
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